FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W2054147923> ?p ?o ?g. }

• W2054147923 endingPage "818" @default.
• W2054147923 startingPage "803" @default.
• W2054147923 abstract "System identification (SI) methods are used to determine empirical Green's functions (EGF) for soil intervals at the Port Island Site in Kobe, Japan and in shake table model tests performed by the Port and Harbor Research Institute (PHRI) to emulate the site during the 17 January 1995 Hyogo-ken Nanbu earthquake. The model form for the EGFs is a parametric auto-regressive moving average (ARMA) model mapping the ground motions recorded at the base of a soil interval to the top of that interval, hence capturing the effect of the soil on the through-passing wave. The consistency of site response at Port Island before, during, and after the mainshock is examined by application of small motion foreshock EGFs to incoming ground motions over these time intervals. The prediction errors (or misfits) for the foreshocks, the mainshock, and the aftershocks, are assessed to determine the extent of altered soil response as a result of liquefaction of the ground during the mainshock. In addition, the consistency of soil response between field and model test is verified by application of EGFs calculated from the shake table test to the 17 January input data. The prediction error is then used to assess the consistency of behaviour between the two cases. By using EGFs developed for small-amplitude foreshock ground motions, ground motions were predicted for all intervals of the vertical array except those that liquefied with small error. Analysis of the post-liquefied ground conditions implies that the site response gradually returns to a pre-earthquake state. Site behaviour is found to be consistent between foreshocks and the mainshock for the native ground (below 16 m in the field) with a normalized mean square error (NMSE) of 0.080 and a peak ground acceleration (PGA) of 0.5g. When the soil actually liquefies (change of state), recursive models are needed to track the variable soil behaviour for the remainder of the shaking. The recursive models are shown to demonstrate consistency between the shake table tests and the field with a NMSE of 0.102 for the 16 m to surface interval that liquefied. The aftershock ground response was not modelled well with the foreshock EGF immediately after the mainshock (NMSE ranging from 0.37 to 0.92). One month after the mainshock, the prediction error from the foreshock modeled was back to the foreshock error level. Copyright © 2001 John Wiley Sons, Ltd." @default.
• W2054147923 created "2016-06-24" @default.
• W2054147923 creator A5001665193 @default.
• W2054147923 creator A5035823104 @default.
• W2054147923 creator A5049772278 @default.
• W2054147923 date "2001-01-01" @default.
• W2054147923 modified "2023-10-14" @default.
• W2054147923 title "Consistency of dynamic site response at Port Island" @default.
• W2054147923 cites W1988134636 @default.
• W2054147923 cites W2044283212 @default.
• W2054147923 cites W2117658938 @default.
• W2054147923 cites W2148204879 @default.
• W2054147923 cites W2149963598 @default.
• W2054147923 cites W2159426678 @default.
• W2054147923 cites W53470441 @default.
• W2054147923 doi "https://doi.org/10.1002/eqe.38" @default.
• W2054147923 hasPublicationYear "2001" @default.
• W2054147923 type Work @default.
• W2054147923 sameAs 2054147923 @default.
• W2054147923 citedByCount "7" @default.
• W2054147923 countsByYear W20541479232012 @default.
• W2054147923 countsByYear W20541479232019 @default.
• W2054147923 countsByYear W20541479232020 @default.
• W2054147923 crossrefType "journal-article" @default.
• W2054147923 hasAuthorship W2054147923A5001665193 @default.
• W2054147923 hasAuthorship W2054147923A5035823104 @default.
• W2054147923 hasAuthorship W2054147923A5049772278 @default.
• W2054147923 hasConcept C121332964 @default.
• W2054147923 hasConcept C126691448 @default.
• W2054147923 hasConcept C127313418 @default.
• W2054147923 hasConcept C127413603 @default.
• W2054147923 hasConcept C1276947 @default.
• W2054147923 hasConcept C13280743 @default.
• W2054147923 hasConcept C147412999 @default.
• W2054147923 hasConcept C149007308 @default.
• W2054147923 hasConcept C156801008 @default.
• W2054147923 hasConcept C165205528 @default.
• W2054147923 hasConcept C187320778 @default.
• W2054147923 hasConcept C191859794 @default.
• W2054147923 hasConcept C2524010 @default.
• W2054147923 hasConcept C2776353801 @default.
• W2054147923 hasConcept C2776436953 @default.
• W2054147923 hasConcept C2988284105 @default.
• W2054147923 hasConcept C33923547 @default.
• W2054147923 hasConcept C60486960 @default.
• W2054147923 hasConcept C66938386 @default.
• W2054147923 hasConceptScore W2054147923C121332964 @default.
• W2054147923 hasConceptScore W2054147923C126691448 @default.
• W2054147923 hasConceptScore W2054147923C127313418 @default.
• W2054147923 hasConceptScore W2054147923C127413603 @default.
• W2054147923 hasConceptScore W2054147923C1276947 @default.
• W2054147923 hasConceptScore W2054147923C13280743 @default.
• W2054147923 hasConceptScore W2054147923C147412999 @default.
• W2054147923 hasConceptScore W2054147923C149007308 @default.
• W2054147923 hasConceptScore W2054147923C156801008 @default.
• W2054147923 hasConceptScore W2054147923C165205528 @default.
• W2054147923 hasConceptScore W2054147923C187320778 @default.
• W2054147923 hasConceptScore W2054147923C191859794 @default.
• W2054147923 hasConceptScore W2054147923C2524010 @default.
• W2054147923 hasConceptScore W2054147923C2776353801 @default.
• W2054147923 hasConceptScore W2054147923C2776436953 @default.
• W2054147923 hasConceptScore W2054147923C2988284105 @default.
• W2054147923 hasConceptScore W2054147923C33923547 @default.
• W2054147923 hasConceptScore W2054147923C60486960 @default.
• W2054147923 hasConceptScore W2054147923C66938386 @default.
• W2054147923 hasIssue "6" @default.
• W2054147923 hasLocation W20541479231 @default.
• W2054147923 hasOpenAccess W2054147923 @default.
• W2054147923 hasPrimaryLocation W20541479231 @default.
• W2054147923 hasRelatedWork W2038616534 @default.
• W2054147923 hasRelatedWork W2098919826 @default.
• W2054147923 hasRelatedWork W2284214477 @default.
• W2054147923 hasRelatedWork W2413122677 @default.
• W2054147923 hasRelatedWork W2802419326 @default.
• W2054147923 hasRelatedWork W2921398142 @default.
• W2054147923 hasRelatedWork W2989313683 @default.
• W2054147923 hasRelatedWork W3154596160 @default.
• W2054147923 hasRelatedWork W4320717013 @default.
• W2054147923 hasRelatedWork W836484546 @default.
• W2054147923 hasVolume "30" @default.
• W2054147923 isParatext "false" @default.
• W2054147923 isRetracted "false" @default.
• W2054147923 magId "2054147923" @default.
• W2054147923 workType "article" @default.